HomeMy WebLinkAboutEVALUATION REPORTr,
CREEK
�I Certificate of Authorization bur 29824
FLI11F••1'1 FILE COI dpa, F h Drive
mpa, FL 33647
TECHNICAL SERVICES, LLC (813) 480-3421
EVALUATION REPORT FLORIDA BUILDING CODE, hie EDITION (2017)
Manufacturer: TAMKO BUILDING PRQDUCTS, INC. Issued October 19, 2017
P.O. Box1404 TcPN
"4 iq0(-D3a �
CONCEALED FASTENERS OR ATTACHME�7T3oplin, M064802 T, UCIE COUNTY BUILDING DI
ARE THE RESPOhISIBILTfYOFTHE (417)624-6644 REVIEWED FOR COMPLIANCC
_CON`fRACTOR OR RECORD htto:/Miww.tamko.com PrUMA10n o., Y/,G//O�%� /
Quality Assurance:
SCOPE
UL LLC (QUA9625)
SITE OR NO
Category: Roofing REQUIRED BY FIELD INSPECTORS THAT �G�tltlld6
Subcategory: Undedayments MAY BE NECESSARY IN ORDER TO SCANNED
NE
Code Sections: 1607.1.1 COMPLY WITH ALL APPLICABLE CODES. ��
Properties: Physical properties
St. Lucie Comb/
PRODUCT DESCRIPTION
TAMKOV ASTM Slate
Surfaced Roll Roofing
TAMKO® ASTM Tile
Underlayment
TAMKOO Master
Smooth
TAMKO® Moisture
Guard®
TAMKO@ No. IS ASTM
Asphalt Saturated
Organic Felt
TAMKOV No.15 UL
Asphalt Saturated
Organic Felt
TAMKO&Wo 30 ASTM, .
,- e, Asphaltiatura(gd,�S:
Orgahie Feld;
TAMKOO No. 30 UL
Asphalt Saturated
Organic Felt
ASTM D 6380, Class M, Type It underlayment constructed from organic felt saturated
with asphalt and coated on both sides with asphalt and surfaced with granules.
ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated
with asphalt then coated on both sides with asphalt and surfaced with granules.
ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated
with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For
use in non-HVHZ only.
Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane
with a mineral surfacing and a removable release film on the adhesive side and
removable selvedge release tape.
ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is
saturated with asphalt.
,ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is
saturated with asphalt.
ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is
saturated with asphalt.
ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is
saturated with asphalt.
TAMKO® TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane
Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side.
TAMKO®TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a
Underlayment polymer film on the surface and a removable release film on the adhesive side.
TBP14001.4 FL12328-R8 Page 1 of 4
This evaluation report is provided for State of Florida product approval under Rule 61G203. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK 7AMKOBUILDING PRODCUTS,INC.
TAMKO Undedayments
TECHNICAL SERVICES, LLC
TAMKO® TAM -FELT Altemate to ASTM D 226, Type I and Type II undedayment constructed from a non -
perforated organic felt that is saturated with asphalt
APPLICATION METHOD
Installation shall be in accordance with the published manufacturers installation instructions, the FBC, and the
requirements below.
Deck substrates shall be clean, dry, and free from any irregularities and debris. Al fasteners in the deck shall be
checked for protrusion and corrected prior to underlayment application.
The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck
shall be installed in accordance with FBC requirements. Roof decks shall have no more than 118" gap at abutting
joints.
The minimum application temperature shall be 50OF except as follows:
a) The minimum application temperature of TAMKOV TW Metal and Tile Underlayment and TAMKO® TW
Underlayment shall be 40°F.
b) The minimum application temperature of TAMKO® Moisture Guard® shall be 35°F.
The minimum roof slope shall be in accordance With FBC requirements except as follows:
a) The minimum slope of TAMKO® ASTM Slate Surfaced Roll Roofing shall be 2:12.
Underlayments shall be exposed in accordance with the manufacturers recommendations, but in no case shall
exposure exceed 30 days.
Exception: TAMKO® TW Metal and Tile Underlayment may be exposed for a maximum 90 days.
Self -adhering underiayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ.
All roof coverings shall be mechanically fastened through the undedayment to the roof deck.
Allowable Roof Coverinas:
Metal Roof
Mineral
Wood
Panels and
Surfaced Roil ,..
Shingles and
Slate
- Clay and
Underlayment
Underla ent
Shln les
Shingles
Roofirm
Shakes
Shingles
Concrete Tile
TAMKO® ASTM Slate
Y1
N
N
N
N
Y
Surfaced Roll Roofing
TAMKO® ASTM Tile
N
N
N
N
N
Y
Underlayment
TAMKOV Master Smooth
Y1
N
N
N
N
N
TAMKO® Moisture Guard®
Y
N
N
N
N
N
TAMKO@ No.15 ASTM
Asphalt Saturated Organic
Y
Y
Y
Y2
N
N
Felt
TAMKO0 No.15 UL Asphalt
Y
Y
Y
Y'
Y
N
Saturated Organio,Felt,.
SAMKO�No: 30�ASTM��:xj
:'Aspfialt Saturated_Organic
Y
Y
Y
Y
Y
Y
Felt.:-
TAMKOS No. 30 UL Asphalt
Y
Y
Y
N
Y
N
Saturated Organic Felt
TAMKO®TWMetal and Tile
Y
Y
N
N
N
Y
Underlayment
TAMKOBTWUnderlayment
Y
Y
N
N
N
N
TAMKOOTAM-FELT
Y
N
N
N
N
N
Notes: 1) Open valley applications per 1507.2.9.2
2) Wood shingles only
FL12328-R8
2of4
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
TAMKO BUILDING PRODCUTS, INC.
TAMKO Underlayments
LIMITATIONS
1) Fire Classification is not within the scope of this evaluation.
2) Wind uplift resistance in not within scope of this evaluation.
3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published
application instructions. Where discrepancies exist between these sources, the more restrictive and FBC
compliant installation detail shall prevail.
4) Contact the manufacturer when installing at temperatures below the minimum application temperature.
5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements.
6) All underlayments shall be installed with the roll length parallel to the eave, starting at -the eave, and lapped
in successive courses installed up the deck in a manner that effectively sheds water from the deck. End
laps shall be staggered between courses in accordance with the manufacturer's application instructions.
7) The undedayment may be used as described in other current FBC product approval documents.
B) The underlayment shall not be installed over existing roof coverings.
9) Contact the manufacturer regarding specific exposure limits for each underayment.
10) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
REFERENCES
Entity
Report No.
Standard
Year
PRI Construction Materials Technologies (TST6049)
TAP-192-02-01
ASTM D 1970
2015a
PRI Construction Materials Technologies (TST6049)
TAP-193-02-01
ASTM D 1970
2015a
PRI Construction Materials Technologies (fST6049)
TAP-214-02-01
ASTM D 4869
2016
PRI Construction Materials Technologies (TST6049)
TAP-215-02-01
ASTM D 226
2009
PRI Construction Materials Technologies (TST6049)
TAP-216-02-03
ASTM D 6380
2003(2013)
PRI Construction Materials Technologies (TST6049)
TAP-217-02-01REV
ASTM D 6380
2003(2013)
PRI Construction Materials Technologies (TST6049)
TAP-218-02-01
ASTM D 226
2009
PRI Construction Materials Technologies (TST6049)
TAP-219-02-01
ASTM D 226
2009
PRI Construction Materials Technologies (TST6049)
TAP-220-02-01
ASTM D 6380
2003(2013)
PRI Construction Materials Technologies (TST6049)
TAP-222-02-01
ASTM D 4869
2016
PRI Construction Materials Technologies (TST6049)
TAP-245-02-01
TAS 103
1995
ASTM D 4798
2011
PRI Construction Materials Technologies (TST6049)
TAP311-02-01
ASTM D 1970
2015a
PRI Construction Materials Technologies (TST6049)
TAP319-02-01.1
ACC 188
2012
PRI Construction Materials Technologies (TST6049)
TAP387-02-01
ASTM D 1970
2015a
PRI Construction Materials Technologies (TST6049)
TAP388-02-01
ASTM D 1970
2015a
ULLLC (rST9628)
13CA12269
ASTM D 226
2009
TBP14001.4
12328-RB
This evaluation report is provided for State of Honda product approval under Rule bluzua. i ne manufacturer snap nouryummcn
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICEsr LLC
COMPLIANCE STATEMENT
TAMKO BUILDING PRODCUTS, INC.
TAMKO Underlayments
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 6" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
- No-74021
13 STATE OF 74U
ONA. rc C�%%
CERTIFICATION OF INDEPENDENCE
2017.10.19
12:15:58
-0`tt00r
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANE9641
CREEK Technical Services, LLC does not have, nor w1I it acquire, a financial interest in any company manufacturing or distributing products under this
evaluation.
CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation.
Zachary R. Priest. P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product
END OF REPORT
TBP14001.4 FL12328-RB Page 4 of 4
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
i �k
Product Evaluation Report
GULF COAST SUPPLY & MANUFACTURING, LLC.
26 Ga. GulfRibTm Roof Panel over 15132" Plywood
Florida Product Approval #11651.22 R3
Florida Building Code 2017
Per Rule 61 G20-3
Method: 1 —D
Category: Roofing
Subcategory: Metal Roofing
Compliance Method: 61G20-3.005(1)(d)
NON HVHZ
Product Manufacturer:
Gulf Coast Supply & Manufacturing, LLC.
14429 SW 2nd Place, Suite G30
Newberry, FL 32669
Engineer Evaluator:
Dan Kuhn, P.E. #75519
Florida Evaluation ANE ID: 10743
Validator:
Locke Bowden, P.E. #49704
9450 Alysbury Place
Montgomery, AL 36117
Contents:
Evaluation Report Pages 1 — 5
SCANNED
BY
St. Lucl C®unh,
Qp
GENE IV (iy
• '�,\S�:.2
No. 7551.9 =
STATE OF • L Z
Si'c4ORIDP �1�.�
'S�ONAL EN�
'' n "`10/061201'
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2.
Product Description: GulfRibTm, 3/a" Rib Roof Panel, Minimum 26 Ga. Steel, 36" Coverage,
through fastened roof panel over minimum 15/32" Plywood Decking. Non
Structural application.
Panel Material/Standards: Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to
Florida Building Code 2017 Section 1507.4.3.
Paint Finish Optional
Yield Strength: Min. 80.Oksi
Corrosion Resistance: Panel Material shall comply with Florida Building
Code 2017, Section 1507.4.3.
Panel Dimension(s): Thickness: 0.018" Minimum
Width: 36" Coverage
Rib Height: 3/a" Major Rib at 9" O.C.
Panel Fastener: #9-15x1.5" HWH with sealing washing or approved equal
1/4" minimum penetration through plywood.
Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4
Substrate Description: Minimum 15&" thick, APA Rated plywood over supports at maximum 24" O.C.
Design of plywood and plywood supports are outside the scope of this
evaluation. Must be designed in accordance w/ Florida Building Code 2017.
Design Uplift Pressures:
Table "A"
Maximum To[al UplrfttD ignaPiessure ,
669 25 psf ,a
59 25tpsf
Fastener Pattern
9"-9"-9"-9"
6.5"-2.5"-6.5"-
2.5"6.5"-2.5"-6.5"
. ;aste�ner Pattern SIY
&L66VXWM24"
O C7ZO
C
Design Pressure includes a Safety Factor = 2.0.
ow
Roof Panel Fire Classification: Fire classification is not part of this acceptance.
Shear Diaphragm: Shear Diaphragm values are outside the scope of this report.
Design Procedure: For roofs within the parameters listed on the load table, fastening pattern must
at a minimum meet those listed for the applicable wind zone. For all roofs outside
the parameters listed on the load table, design wind loads shall be determined
for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10
using allowable stress design. The maximum fastener spacing listed herein shall
not be exceeded. This evaluation report is not applicable in High Velocity
Hurricane Zone. Refer to current NOA or HVHZ evaluation report for use of this
product in High Velocity Hurricane Zone.
FL# 11651.22 R3 • OCTOBER S. 2017
-ENGINEER -LOAD TABLE: 26-G-a GulfRibTM Panel over 15/32" Plywood - - --- - -
Bulldings having,a Roof M angHez ght s
20"�O Roo"P Slope 2 /ty2 12 %12 G bl o
Hip R of�Wln" e ed5�120-
180mph ;,Ezposure,C RlsktCafegorysll
Endo_sediBuilding base taQ Flonda Building Code
20�1)7
120
130
140
150
160
170
180
WIIND
FASTENER
SUBSTRATE
SPEED
(MIN. 114-
Penetration)
MIN. 15/32•
( )
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
SPACING
SPACING
SPACING
SPACING
SPACING
SPACING
SPACING
i ZONE 1 {
a#9 15x1 5."
Plywood
24', TYPE 1
24";, TYPE 1
24", LiY,PE i
24", TYPE 1
24", TYPE 1
24", TYPE 1
24", TYPE 1
ZONE 2
#9-15x1.5"
Plywood
24", TYPE 1
24", TYPE 1
24", TYPE 1
24", TYPE 1
24", TYPE 1
24", TYPE 1
24", TYPE 2
ZONE
Fi)9 15x I.5"
PIyM/ood
24", TYPE 1
24", TYPE 1
24", TYPE 1
13", TYPE 2
12", TYPE 2
12", TYPE 2
12", TYPE'2
3.1
1.) PANEL DESCRIPTION: GULFRIBTM, MIN. 26 GA., GRADE 80, 36"COVERAGE, 3/4" TALL.
2.) PANEL FASTENER: #9-15X1.5" HWH WITH SEALING WASHER OR APPROVED EQUAL
3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: 69.25 PSF 0 24" O.C. FASTENER SPACING TYPE I FASTENER PATTERN, 159.25
PSF @ 12" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING.
4.) PLYWOOD DECKING: MIN. tin" THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017.
5.) ROOF SLOPE: ON ROOF SLOPES LESS THAN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS.
6.) LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10 (KD = 0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING
CODE 2017.
ZONE2 nbr nwur
ZONE3
\------------------
\\ \ RIDGE
_-------- \
ZONE 1 \\ \\\
\ \
___—\
EAVE
GABLE ROOF
Note: Dimension (a) is defined as 10% of the minimum width of the building or
40% of the mean height of the roof, whichever is smaller, however, (a) cannot be
=:�a less than either 4% of the minimum width of the building or 3 feet.
=:Ia
— — — — — - — -'fa
-________________ a
I
ZONE 1
I I
FL# 11651.22 R3 •OCTOBER 5. 2017
Cont. Tape Seal ter use on Sk
9315 x 1-1/T w/Sealer Washer @ 24. O.C. Max
TYPE 2 FASTENER PATTERN
5 15 x 1-1 IT w/Sealer Washer @ 12' O.C. Max
less Nan